Gandapur, A.A.; Javed, H.; Haroon, W.; Almujibah, H.R. Effect of Organophilic Nano clay Modified Binder on High-Temperature Performance of Asphalt Mixture. Preprints2023, 2023080718. https://doi.org/10.20944/preprints202308.0718.v1
APA Style
Gandapur, A.A., Javed, H., Haroon, W., & Almujibah, H.R. (2023). Effect of Organophilic Nano clay Modified Binder on High-Temperature Performance of Asphalt Mixture. Preprints. https://doi.org/10.20944/preprints202308.0718.v1
Chicago/Turabian Style
Gandapur, A.A., Waqas Haroon and Hamad R. Almujibah. 2023 "Effect of Organophilic Nano clay Modified Binder on High-Temperature Performance of Asphalt Mixture" Preprints. https://doi.org/10.20944/preprints202308.0718.v1
Abstract
Organophilic nano clay is the composition of mostly clay and organic molecules designed to improve various materials' physical and chemical properties. Permanent deformation in asphalt pavements is primarily the result of inadequate compaction, excessive loading, and high temperatures. Rutting can result in aquaplaning, leading to accidents and costly maintenance and rehabilitation works that drain the economy. Such behavior of asphalt pavements may be attributable to poor selection of aggregate, asphalt binder, or substandard asphalt binders. This study used different percentages of organophilic nano clay ranging from 3.0% - 5.0% with two penetration grade bitumen, i.e., N.R.L 60-70 & N.R.L 80-100. Adding organophilic nano clay to asphalt binder significantly reduced the rutting potential under cyclic loading at high temperatures (55 °C). Ten modified formulations and two virgin bitumen specimens were prepared. The modified binders' viscosity and rutting were tested using the Rotational Viscometer and Wheel Tracker Test (W.T.T.), respectively. The results were analyzed using software for Statistical Analysis. It was recorded that organophilic nano clay-modified bitumen significantly affected rutting to interpret the results. The results indicated that rutting decreased and viscosity increased in all nano clay-modified bitumen samples, with a 4.5% O.N.C modified binder showing the most significant improvement.
Copyright:
This is an open access article distributed under the Creative Commons Attribution License which permits unrestricted use, distribution, and reproduction in any medium, provided the original work is properly cited.
